MODEL OF WIND PRESSURES ON CIRCULAR FLAT ROOFS AND ITS APPLICATION TO LOAD ESTIMATION(Structures)
Author:
Affiliation:
1. New Industry Creation Hatchery Center, Tohoku Univ.
2. AXS Satow Inc.
3. Kajima Technical Research Institute
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijt/9/18/9_KJ00004655870/_pdf
Reference7 articles.
1. 1) UEMATSU Y. Wind-induced dynamic response and its load estimation for structural frames of circular flat roofs with long spans. Wind and Structures. (2002) vol.5, p.49-60.
2. 2) UEMATSU Y. Wind-induced dynamic response and its load estimation for structural frames of single-layer latticed domes with long spans. Wind and Structures. (2002) vol.5, p.561-580.
3. 6) WHALEN T. M. Database-assisted design for wind : basic concepts and software development. Journal of Wind Engineering and Industrial Aerodynamics. (2002) vol.90, p.1349-1368.
4. 9) KASPERSKI M. Extreme wind load distributions for linear and non-linear design. Engineering Structures. (1992) vol.14, p.220037-34. doi:10.1016/0141-0296(92)90005-B
5. Geometrical and structural characteristics and wind resistant design method of spatial structures constructed in Japan
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1. Model of wind pressure field on circular flat roofs and its application to load estimation;Journal of Wind Engineering and Industrial Aerodynamics;2008-06
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